New Aspects Concerning Inelastic Instability of Steel Structures

by B. Thurlimann,


Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 1, Pg. 99-120


Document Type: Journal Paper

Abstract: Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.

Subject Headings: Columns | Buckling | Inelasticity | Plate girders | Steel structures | Plates | Elastic analysis | Linear functions

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